Experimental Study of Eccentrically Loaded Single Angle Compression Member
By: Bhilawe, Jyoti Vasantrao
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Publisher: Kolkata Springer 2018Edition: Vol,99 (1), March.Description: 45-53p.Subject(s): Civil EngineeringOnline resources: Click Here
In:
Journal of the institution of engineers (India): Series ASummary: experimental investigation of the buckling response of single angle compression member is presented here. Equal angle was used with a range of maximum principal slenderness ratios to determine elastic and inelastic failure characteristics, including flexural torsional effects. A nonlinear finite element model applicable to steel single angle compression members eccentrically loaded through one leg has been developed using an existing finite element package. A finite element study was conducted to investigate the strength and behavior of angle compression member. The finite element analysis was performed for angle as per experimental investigation. The results obtained by this study, emphasize the importance of the flexural–torsional buckling mode, especially in the inelastic range of behavior for angle.
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School of Engineering & Technology Archieval Section | Not for loan | 2023-0572 |
experimental investigation of the buckling response of single angle compression member is presented here. Equal angle was used with a range of maximum principal slenderness ratios to determine elastic and inelastic failure characteristics, including flexural torsional effects. A nonlinear finite element model applicable to steel single angle compression members eccentrically loaded through one leg has been developed using an existing finite element package. A finite element study was conducted to investigate the strength and behavior of angle compression member. The finite element analysis was performed for angle as per experimental investigation. The results obtained by this study, emphasize the importance of the flexural–torsional buckling mode, especially in the inelastic range of behavior for angle.
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